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HomeMy WebLinkAboutC-7 GGGG p-RENTON 2-LOT-DET DETAILSC7SEE NGT82 111 11 5/8"11 RUMMY JOINT BEE NOTE 2 11 r e' 1 1 Y/A" PREMOLIDED JOINT FILLER (T1'P) -� — — — CEMENT CONCRETE CURB ANO GU I IEft a" PLAN/VIE ,A: NTERLINE OF CURB OF G£FRAT11 E 6 r3FiILiE 6 1/2" 13" (I.(IB') FRAW AND GRATE - NOT INCLUDED If2" R. 1" R. MATCH ROADWAY j`.. IN CU HIS AN D GLITTER BIO FlER 'SLOPE n 3 m TOP OF r • . }" R,RO REOFbB ADWAY I• �- 1? ! i SFCTION O The intent of this design is to facilitate the removal of a catch basin with minimal disturbance of the curb. >. The expanslon joints of the adjacent sidewalk shall be adjusted to be In line with these curb expansion joints. ADJUSTMENT SECTION - NOT I INCLUDED IN CURB AND GUTTER RID rrEA1 CATCH RAMIN - NOT INCLUDED IN CURB AND GUTTER BID ITEM I jISO�41iT 2 C VIEW Z � CEMENT CONCRETE CURB STD. PLANT - 101.1 + t PUT= IV07ZKS INSTALLATION AT PRd D: D PART'M-­NT CATCH BASINS QA... Ex. SEWER MAIN I `--SPOOL (LENGTH AS NEEDED) I V' SEWER STUBE SEWER MAIN TEE X 6" TEE f • P SIDEWALK Y' : • AWAGEN T TO CUN6 -COUPLING (TYP.) zI to ADJACENT TO Cu RS AND RAILING OR WALL �py� �I dIRG JOWT FILLER IVC IiNLR rm) �I i I r-_- ---^--T ------------------------ PEE NOTE 1N SEdewarr is nal pwmlrced inn ew zaY BEND AS - VCR CURB DETAILS REGUIREO 'EXISTING SANITARY SEWER MAIN w uw SLOPE :LA '-6" SEWER STUB SEWER MAIN SIZE x 6'• TEE PROPERTY LINE FU R TUE 4 510E SEWER 2'•N 4" STUD MARKING POST PAINTED 6" CAP WHITE WITH THE WORD 'SEWER" STENCILED IN 3•' HIGH BLACK LETTERS AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 6"XB'XG' SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), (SEE STD. PLAN 403.1 FOR INSTALLATION) JM EAGLE THREADED CLEAN-OUT ADAPTER HUB do PLUG (OR APPROVED EQUAL) FUTURE 4" SIDE SEWcR rfi' WYE FUTURE 6"k 4" REDUCER ACCEPTABLE PROCEDURES FOR ME SEWER CONNECTIONS TO EXISTING SEWER MAIN A. VITRIFIED CLAY MAIN - CUT IN A NEW FVC 'TEE" USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO 'OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE' USING "STRONG -SACK` FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC At C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -GRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A RDMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 3000 PSI Mix !/V' CONCRETE ` I BLOCKING } 4 , 11 l 6„ TEE u HORIZONTAL 6" MIN. MAIINN /SEWER MAIN MA CONCRETE BLOCKING ANGLE OF TEE AT MAIN RFINEN W &ND 45' fig: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOW+IEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWERSTD. PLAN -406.1 PUBLIC WORKS A D: DEPARTMENT INSTALLATION O ladlfeA [SEWER MAIN TO PROPERTY LINE, rt+rc y.,,y OA RAISED EDGE DETAIL v 5 DEWaiK rLEVEI 11t EXIII]ND N DEWAL% TRANSVERSE T-•7 V-0' . R e .10M E TO INCL UDE RAISED EDGE WHERi AIP L, Z ftOl n n0 1�D%rr.1 PdReunrnETAILs t • 1 5% AEE Ste RAI! b to��oliippp 1.I 1R 'SCP'4y i' _1�Yy' S•�1 �.�u�.^fi' ' CAISTING r91ED ROCK AY r+" SEE RHS" ERGS T -p• SIDEWALK 1) EMIL - ]HIS �TYPICAL uNDER „ CRY aNII SUREAC1N4 T17P COUP-5-IncI ALL CUTSIDEWALK OUf'ACI fU 957. M:LIITI_C YRJ % rA1�e WITH RASED EDGE IV7LESS R.EOUiREMEAT WAIVED BY LJ Ira IlO R. rrYP l EhftN SERI TYPIC•JIL ILINO ER ALL CURB I GUTTER A SI DEWALC. CSTC UNDER FD RCURD OCTAL$ CU R R E ourtElt In a CIr tmC"Ms GR • ! L 1.5% MATCH C%I5TW D ROADWAY CR I]SRCO f10CR SEE Gip r`LAfI id1 �1 OWL mS - BASE, IIPS HEVER IS GREATER jTYP FOR pL� • Al ALL CLIPS Ad cLF]Tii] • .'�7' r + FINiHEDGPAL'E rpoM BEli)w YOPDF CarJCRETE 5UaFACE r 5%MW. SEE Sri) PLAN tel r OR .s MCD LS 7 L''-- URNVkTUTCHMr?f:ST1 Na 41 "DL. SMOOTH f WISH CRADE 1' IIN} OELOW TOP OF C:CIJCAE'rF r _ SURPACE FOR PLANT INC -FLU S}I M PAVED CEMENT CONCK ECUALU ADJACENT TO BUFFER STRIP (CURR AM WJTrrq sHowNT FOR CUR* DEI ARS . 5t C STD PIAN tel NOTES • 1 Four feet D1 L1•p sidpvralk Width 31:7G----- belha lnlnimuIn "StreIT ,"� F--rL-,.t f • P SIDEWALK Y' : • AWAGEN T TO CUN6 t. • T W, _ a IAIN Cable Vsul B, Pul Boxes and other ADJACENT TO Cu RS AND RAILING OR WALL �py� saU dIRG JOWT FILLER IVC IiNLR rm) F$LJr FCRSTRIP SIDEWALK$1D17FYALIC ADJACENT TO WALL DETAIL ' 5,611= PEE NOTE 1N SEdewarr is nal pwmlrced inn ew zaY + t3% VCR CURB DETAILS "ot"AME5a Monolithk Cement N I) Can Crete Curt, flu lid PEr WS WT a I 4 SEE aro Puw,41 v STD PLAN 102.1 as applicable. -V " •� :• EIDDGE 09 PEOESISKA4 Rkl TNG 11'� OAnI4ER-GCC S: eEriALII FORCLIg60ETAL$ AOJAC�ITTOR1Re SCe ere DAA IDI (S1i�FC1 SLOPIM CpHTaACT PlAHS ' lre m)fl OYP } SNL SAIBLIsR FLUSH 150 2" CLASS `B' SIDEWALK r 5%MW. SEE Sri) PLAN tel r OR .s MCD LS 7 L''-- URNVkTUTCHMr?f:ST1 Na 41 "DL. SMOOTH f WISH CRADE 1' IIN} OELOW TOP OF C:CIJCAE'rF r _ SURPACE FOR PLANT INC -FLU S}I M PAVED CEMENT CONCK ECUALU ADJACENT TO BUFFER STRIP (CURR AM WJTrrq sHowNT FOR CUR* DEI ARS . 5t C STD PIAN tel NOTES • 1 Four feet D1 L1•p sidpvralk Width 31:7G----- belha lnlnimuIn "StreIT ,"� F--rL-,.t 1!S MR VERTICAL WALL - j•{ SEE DETAIL • Y' : • •� ]+T' IINI PPEkIDIDED JOW FILLER --s± Cable Vsul B, Pul Boxes and other ADJACENT TO Cu RS AND RAILING OR WALL �py� EDGE OF PAVEMENT must be flush wwi suInce. and m" JOWT FILLER FC•R i IRCATVI,.�NT F$LJr FCRSTRIP SIDEWALK$1D17FYALIC ADJACENT TO WALL DETAIL ' 5,611= PEE NOTE 1N SEdewarr is nal pwmlrced inn ew SECT F7� 1 fr 1 opt n I t S rTYY ] FOR CIMS DETAILS r 5%MW. SEE Sri) PLAN tel r OR .s MCD LS 7 L''-- URNVkTUTCHMr?f:ST1 Na 41 "DL. SMOOTH f WISH CRADE 1' IIN} OELOW TOP OF C:CIJCAE'rF r _ SURPACE FOR PLANT INC -FLU S}I M PAVED CEMENT CONCK ECUALU ADJACENT TO BUFFER STRIP (CURR AM WJTrrq sHowNT FOR CUR* DEI ARS . 5t C STD PIAN tel NOTES • 1 Four feet D1 L1•p sidpvralk Width 31:7G----- belha lnlnimuIn "StreIT - aCIM"ibto n)u's .-- *ee of I rural PRIVATE end hodwntal ODSlruclum Grabnps, •� AecessCovam. JuneYgn Boras, PIPING Cable Vsul B, Pul Boxes and other Sheet appurwmncu2 nAhin the iidewaIk EDGE OF PAVEMENT must be flush wwi suInce. and m" J I q rade of Tho Wdewalk 2- M Dnoi ithlr Cu rnent Canoe to Curb and *2" TO 6" CLASS `E' LANE LINE SEdewarr is nal pwmlrced inn ew For other rerereneed NOTES Sae car svunion. when rW3csmdnt work STD PLAN 1 D4.2. "ot"AME5a Monolithk Cement N I) Can Crete Curt, flu lid PEr WS WT a I Sianderd Plan F-70.10-03. Pavw Surfa m [must wrnpty With 3. Cww*tc Lobe4AODPSL STD PLAN 102.1 as applicable. IW sDEwALx oEILY F ULL-OM I W&N 51 ON MP47 IN>8p1H CURB AND 510£NKK 0111 STD PLAN 1aL II 7N• C CONTRACTION JOINT JOINT AND FINISH DETAIL .R JOINT FILL" E FLRL4)EIriH MANSION JOINT 5 PUBLIC WORKS I CEMENT CONCRETE DEPARTMENT SIDEWALK a11J. 11"1.0-1 - LUG .1 r, T• .i 1r i 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 36" MIN COVER NEW DUCTILE IRON WATERMAIN 9" MIN . 12" MAX FINISH GRADE <w O F, M C] 22-1/2' 1' 1' 2,5' 1' 1' MIN IMIN MIN I MIN MIN PRIVATE Q Q3 I• m ! J r � NZ PIPING PIPING 2" CLASS `B' FACE OF CURB OR Sheet C-7 EDGE OF PAVEMENT J f IN UNIMPROVED RIGHT OF J I CENTER LINE OR WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" *2" TO 6" CLASS `E' LANE LINE r n Z OC) 01 00 CIR CLASS 'B' W N I) a I SIDEWALK a I 6.51 MIN, = N OD TOUCHREAD WATER 2" DEPTH OF � J�� GRIND OR SAWCUT AND REMOVE METER TO BE 6.5' MIN. (YHLLL 1' 1' 2.5' I 1'1' MIN IMIN MIN MINI MIN I c Ce CITY 2" CLASS `B' RCP CLASS* TYPE "K" SOFT 6" CRUSHED SURFACING TOP COURSE C) o Q CRUSHED ROCK. FLOWABLE FILL t`I OR AS REQUIRED BY ENGINEER TYPICAL TRANSVERSE ?ATCH * FOR MINIMUM STANDARDS, SEE DWG# HR -05, F0 -R FLEXIBLE PAVEMENT SP PAGE H032 ADOPTED CITY OF MMON :TASDARD PURLS r v L.r DATE: 02/05 D2 OUS NWIFlm NOTES DC'2 DC -7/2004 NpDIFlEp NOTES DCV G2 DATE I REVISION I �-, aPP�'D MV GV ih.r.1L: 10:i_'-1 SP PAGE:11032.1 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 36" MIN COVER NEW DUCTILE IRON WATERMAIN 9" MIN . 12" MAX FINISH GRADE <w O F, M C] 22-1/2' IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIPT x COMPRESSION COUPLING 4 -LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VSH72-15W-44-33G. OR McDONALD BRASS! 21-215WC0033, OR MUELLER! 3/4-6-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT MCDONALD BRASS: 21-415WCQO44, OR MUELLER: 1-B-2470-2 (3/4" FB1000-3-0) OR AY MCDONALD 47018 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" 781000-4-0) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. N OTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER III A— A DRILL 2" DIA. HOLE FDR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L — 2-1/2" MIN. FROM NEAREST F AND FRONT EDGE OF PIT LID I TYPICAL RIB 3/4" OR 1" GALVANIZED PLUG NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. 3.4" ANf3 1" WATER SERVICE STD. PLAN - 320.1 * + PUBLIC WORKS DEPARTMENT NT N0%L',1BE1; :2009 coven 1MTiON ON ELOPING GROUND ! — — — — OOVfNSPCVT W I H CLEANOUT FILTER, SEE DE TAR GLEANCUT PER STI7PLAID 228M 1C' INN LEVEL TRENCH M111 If Pt RFORATED PIPE. SEE NOTE I ! MIN ! I ! InIN I CLEANOUTPER ETD PLAN 210.00 I — — — — — — — — TO STORM DRAIN sYSTEEr ! _----___ i ____ --i a MIN I I WN -1 TQ STORM DFUUN SYSTEM { } DOWNSPOUT IMTH CIFJINOUT � I j FILTER SEE DETAIL 1}1}1} 1G wµ LEVEL TRENCH NTH 1 PERFORATED PIPE. SEE NOTE I — — — — J OO NFIGU RATION 0 N FLAT GRO UN 0 PLAN VIEW OF PARCEL COMPACTED TOPSOIL OR OTHER GLEAN FILL NCNWN•VQWEN GEO TEXTILE FOR SE PARATI ON a, VIN PVC SCLIDSI ON TOP AND SLOE 5 OF TRENCH PER WSDOT PERFORATED P IPE LEAVES SPECIFICATIONS SECTION 9•33 2111 TABLE 3 PER AS TM D1785 FRTERSCREEN -� �4' MIN. ;_s To 1f MIN. 1 112- - 3N- WhSHED GROUN13 DRAIN ROCIC j 1 TYPICAL DOWNSPOUT ft -24 MLN CLIFAMOUT DETAIL UNDISTURBED NATIVE 5 01 L w MIN VABOVE SEASONAL HIGH GRDUNDWATER TABLE 3111=ON A NOIM& T TRENCH LENGTH TORE 10 FEET IN LENGTH FOR EVERY 5.000 SF OF CONTRIBUTING iMPERVIOUS SURFACE. DR 35.000 SF 0 r NOH -NATIVE PER VGUS SURFACE OR PORT10N THEREOF GENERAL NOTES: I 1NFILTRAT ION TRENCHEIS LJMIT>=D TO ROOF RUNOFF FROM SINGLE•FANYLY OR OVPLEX HOMES OR TO CONTROL BASICSMENT FLOODING CULT VN+I DEPARTMENT OF ECOLOGY REGULATIONS FOR 'JNDERGROLINO INJECTION CONTROL PROGRAM;UCJ FOR OTHER TYPES OF RUNOFF MANAGEMENT 2 IMPERVIOUS AREAS LARGER THAN 10.000 BF AND NDNJdAT NE PERVIOUS AREAS LARGER THAN 96,000 SF MAY REp DIRE LARGER PIPE AND SHOULD BE DESIGNED Br1' A VVIL ENGINEER 3 THE PERFORATED RPE MAY NOT BE PLACED INA CR+TI CAL AREA BUFFER OR ON SLOPES STEEPER THAN 25% 4 SEE SECT ON C 2.11 OF THE CITY OF RENMN SURFACE WATER DESIGN MANUAL FOR ADDITIONAL REQUIREMENTS. UNLESS 0 He11ViTE NOTE p, 13 UWING 15 NOT TO SCALE STD. PLAN - 263AO PUBLIC WORKS I PERFORATE© STUB—OUT DEPARTMENT 1 CONNECTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 1-800-424-555 0 N QTY PRIVATE Q Q3 I• m ! J r � NZ PIPING PIPING Date September 24, 2017 Sheet C-7 Scale J f IN UNIMPROVED RIGHT OF J I V WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" LU M -O r n Z OC) 01 00 W LONG COPPER TAILPIECE, W N I) a I SIDEWALK a I 0 = N OD TOUCHREAD WATER C:) Z Lo L0 N � J�� N METER TO BE 1Z (YHLLL SUPPLIED BY THE a c Ce CITY Wi TYPE "K" SOFT C) o Q COPPER TUBING t`I IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIPT x COMPRESSION COUPLING 4 -LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VSH72-15W-44-33G. OR McDONALD BRASS! 21-215WC0033, OR MUELLER! 3/4-6-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT MCDONALD BRASS: 21-415WCQO44, OR MUELLER: 1-B-2470-2 (3/4" FB1000-3-0) OR AY MCDONALD 47018 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" 781000-4-0) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. N OTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER III A— A DRILL 2" DIA. HOLE FDR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L — 2-1/2" MIN. FROM NEAREST F AND FRONT EDGE OF PIT LID I TYPICAL RIB 3/4" OR 1" GALVANIZED PLUG NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. 3.4" ANf3 1" WATER SERVICE STD. PLAN - 320.1 * + PUBLIC WORKS DEPARTMENT NT N0%L',1BE1; :2009 coven 1MTiON ON ELOPING GROUND ! — — — — OOVfNSPCVT W I H CLEANOUT FILTER, SEE DE TAR GLEANCUT PER STI7PLAID 228M 1C' INN LEVEL TRENCH M111 If Pt RFORATED PIPE. SEE NOTE I ! MIN ! I ! InIN I CLEANOUTPER ETD PLAN 210.00 I — — — — — — — — TO STORM DRAIN sYSTEEr ! _----___ i ____ --i a MIN I I WN -1 TQ STORM DFUUN SYSTEM { } DOWNSPOUT IMTH CIFJINOUT � I j FILTER SEE DETAIL 1}1}1} 1G wµ LEVEL TRENCH NTH 1 PERFORATED PIPE. SEE NOTE I — — — — J OO NFIGU RATION 0 N FLAT GRO UN 0 PLAN VIEW OF PARCEL COMPACTED TOPSOIL OR OTHER GLEAN FILL NCNWN•VQWEN GEO TEXTILE FOR SE PARATI ON a, VIN PVC SCLIDSI ON TOP AND SLOE 5 OF TRENCH PER WSDOT PERFORATED P IPE LEAVES SPECIFICATIONS SECTION 9•33 2111 TABLE 3 PER AS TM D1785 FRTERSCREEN -� �4' MIN. ;_s To 1f MIN. 1 112- - 3N- WhSHED GROUN13 DRAIN ROCIC j 1 TYPICAL DOWNSPOUT ft -24 MLN CLIFAMOUT DETAIL UNDISTURBED NATIVE 5 01 L w MIN VABOVE SEASONAL HIGH GRDUNDWATER TABLE 3111=ON A NOIM& T TRENCH LENGTH TORE 10 FEET IN LENGTH FOR EVERY 5.000 SF OF CONTRIBUTING iMPERVIOUS SURFACE. DR 35.000 SF 0 r NOH -NATIVE PER VGUS SURFACE OR PORT10N THEREOF GENERAL NOTES: I 1NFILTRAT ION TRENCHEIS LJMIT>=D TO ROOF RUNOFF FROM SINGLE•FANYLY OR OVPLEX HOMES OR TO CONTROL BASICSMENT FLOODING CULT VN+I DEPARTMENT OF ECOLOGY REGULATIONS FOR 'JNDERGROLINO INJECTION CONTROL PROGRAM;UCJ FOR OTHER TYPES OF RUNOFF MANAGEMENT 2 IMPERVIOUS AREAS LARGER THAN 10.000 BF AND NDNJdAT NE PERVIOUS AREAS LARGER THAN 96,000 SF MAY REp DIRE LARGER PIPE AND SHOULD BE DESIGNED Br1' A VVIL ENGINEER 3 THE PERFORATED RPE MAY NOT BE PLACED INA CR+TI CAL AREA BUFFER OR ON SLOPES STEEPER THAN 25% 4 SEE SECT ON C 2.11 OF THE CITY OF RENMN SURFACE WATER DESIGN MANUAL FOR ADDITIONAL REQUIREMENTS. UNLESS 0 He11ViTE NOTE p, 13 UWING 15 NOT TO SCALE STD. PLAN - 263AO PUBLIC WORKS I PERFORATE© STUB—OUT DEPARTMENT 1 CONNECTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 1-800-424-555 0 N J 0- Q Q3 I• m ! J r � NZ t7 � NSU O Date September 24, 2017 Sheet C-7 Scale Revisions J 0- J Drawn LMR Checked Date September 24, 2017 Sheet C-7 Scale NON L.1_ 1 "=20'-0" V z LU M -O r n Z OC) 01 00 WW N I) W r- 00 0 = N OD LUN C:) Z Lo L0 N � J�� N °0 Y —J X (YHLLL Revisions 0- Drawn LMR Checked Date September 24, 2017 Sheet C-7 Scale Job 1 "=20'-0"